LOCAL over MILLER CREEK
Map
Coordinates:
+42.05441, -95.2015142°03'16" N, 95°12'05" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | LOCAL over MILLER CREEK |
Structure number: | 000000000128661 |
Location: | 084373004 |
Purpose: | Carries highway over waterway |
Route classification: | Local (Rural) [09] |
Length of largest span: | 91.9 ft. [28.0 m] |
Total length: | 94.2 ft. [28.7 m] |
Roadway width between curbs: | 21.3 ft. [6.5 m] |
Deck width edge-to-edge: | 21.3 ft. [6.5 m] |
Owner: | City or Municipal Highway Agency [04] |
Year built: | 1981 |
Historic significance: | Bridge is possibly eligible for the National Register of Historic Places [3] |
Main span material: | Steel [3] |
Main span design: | Truss - Thru [10] |
Deck type: | Wood or Timber [8] |
Wearing surface: | Gravel [8] |
Latest Available Inspection: October 2015
Good/Fair/Poor Condition: | Fair |
Status: | Posted for load [P] |
Average daily traffic: | 70 [as of 2004] |
Deck condition: | Satisfactory [6 out of 9] |
Superstructure condition: | Satisfactory [6 out of 9] |
Substructure condition: | Satisfactory [6 out of 9] |
Structural appraisal: | Basically intolerable requiring high priority of replacement [2] |
Deck geometry appraisal: | Somewhat better than minimum adequacy to tolerate being left in place as is [5] |
Water adequacy appraisal: | Better than present minimum criteria [7] |
Roadway alignment appraisal: | Equal to present minimum criteria [6] |
Channel protection: | Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5] |
Scour condition: | Bridge is scour critical; bridge foundations determined to be unstable. [3] |
Sufficiency rating: | 47.3 |
Recommended work: | Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31] |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
October 2015 | Fair | Satisfactory | Satisfactory | Satisfactory | 70 | 47.3 |
November 2012 | Fair | Satisfactory | Satisfactory | Satisfactory | 70 | 47.3 |
June 2010 | Fair | Satisfactory | Satisfactory | Satisfactory | 70 | 47.0 |
June 2008 | Fair | Satisfactory | Satisfactory | Satisfactory | 70 | 47.0 |
June 2006 | Fair | Satisfactory | Satisfactory | Satisfactory | 70 | 47.3 |
April 2004 | Fair | Satisfactory | Satisfactory | Satisfactory | 70 | 47.3 |
February 2002 | Fair | Satisfactory | Satisfactory | Satisfactory | 70 | 47.3 |
April 2000 | Fair | Satisfactory | Satisfactory | Satisfactory | 70 | 47.3 |
June 1999 | Fair | Satisfactory | Satisfactory | Satisfactory | 70 | 47.3 |
December 1996 | Fair | Satisfactory | Satisfactory | Satisfactory | 70 | 48.3 |
July 1994 | Fair | Very Good | Good | Satisfactory | 70 | 48.3 |
June 1992 | Fair | Very Good | Good | Satisfactory | 70 | 48.3 |
May 1990 | Good | Very Good | Good | Very Good | 70 | 47.3 |